钢板剪力墙抗震设计探讨  

DISCUSSION OF SEISMIC DESIGN FOR STEEL PLATE SHEAR WALL

作　　者：戴镜洲[1] 秦硕[1] 

机构地区：[1]华侨大学土木工程学院,福建泉州362021

出　　处：《低温建筑技术》2012年第6期57-59,共3页Low Temperature Architecture Technology

基　　金：厦门市科技计划项目(3502Z20103030)

摘　　要：简要介绍了钢板剪力墙国内外的研究现状以及不同钢板剪力墙的优缺点,并根据国内外对带缝钢板剪力墙的研究总结出其合理的抗震构造措施,如:边缘加劲肋的肋板刚度比η≥20,边部连接螺栓宜加密布置以及缝间小柱高厚比h/b>3.0,且宽厚比b/t<15等,可为工程设计提供一定的参考。The research status of steel plate shear wall （SPSW） is introduced, and the advantages and disadvantages of different SPSW is summarized. According to the state-of-the-art of SPSW with slit, its reasonable seismic structural measures is given, such as the stiffness ratios of edge stiffeners to infill steel plate η≥20, increasing the number of bolts at comer of SPWS, the slit height-to-width ratio is over 3.0 and the slit height-to-thickness ratio is less than 15. These can provide reference for the engineering application.

关 键 词：带缝钢板剪力墙 抗震性能 构造措施 

分 类 号：TU398[建筑科学—结构工程]